基于改进Perera模型的四种路基材料土水特性曲线预测

Q3 Engineering Open Civil Engineering Journal Pub Date : 2023-06-01 DOI:10.28991/cej-2023-09-06-03
Rokhaya Gueye, Makhaly Bâ, I. Mbaye, Ida Bibalo Josiane Ki
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引用次数: 0

摘要

非饱和土的主要水力特性之一是土-水特征曲线(SWCC)。理解、预测土壤水分储存和确定土壤的水力和力学行为是至关重要的。这些曲线可以通过直接和间接测量得到。获得这些曲线的测量是昂贵的,执行起来很微妙,对于细土来说可能很慢,所以预测模型是必要的。为了建立数值模型,对在达喀尔和蒂什(塞内加尔)地区收集的四种路基材料进行了几次识别试验,以获得每种样品的物理特性。然后根据材料的性质(细粒土或粗粒土)进行基质吸力的测量试验,并允许绘制每种土壤的SWCC。在过去几十年为SWCC开发的众多预测模型中;本研究使用Perera模型拟合4种(04)路基材料的SWCC,相关系数(R2 = 58%,残差平方和(SSR)相对较低)没有得到令人满意的结果。这导致在理解每个参数对SWCC形状的影响的基础上修改Perera模型以更好地拟合SWCC。通过检验调整后的R2,最小化SSR以最大接近实验进气量值,验证了修正模型的有效性。修正后的模型在粗粒和细粒土壤上都能很好地工作。修正后的Perera模型对沙质土壤(Sebikotane和Keur Mory)与Diamniadio的Marley和Clayey土壤的相关系数r2分别为99.98、98.74、99.64和99.73,与Perera和Hernandez模型相比SSR最小。Doi: 10.28991/CEJ-2023-09-06-03全文:PDF
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Prediction of Soil-Water Characteristic Curves of Four Subgrade Materials using a Modified Perera Model
One of the main hydraulic properties of unsaturated soils is the Soil-Water Characteristic Curve (SWCC). It is essential to understand, predict soil water storage and determine the hydraulic and mechanical behaviour of soils. These curves can be obtained by direct and indirect measurements. The measurements to obtain these curves are expensive, delicate to perform and can be really slow for fine soils, so predictive models become necessary. In order to make a numerical model, a couple of identification tests were carried out to obtain the physical properties of each sample among the four subgrade materials collected in the regions of Dakar and Thies (Senegal). The measurement tests of the matric suction were then conducted depending on the nature of the material (fine-grained soil or coarse-grained soil) and allowed to draw the SWCC of each soil. Among numerous predictive models developed for SWCC in the last decades; this study used the Perera model to fit the SWCC of four (04) subgrade materials, which did not give a satisfactory coefficient of correlation (R2 = 58% and a relatively low sum of the squared residuals (SSR)). This leads to modifying the Perera model to better fit the SWCC on the basis of an understanding of the effect of each parameter on the shape of the SWCC. The proposed modified model was validated by checking the adjusted R2, minimizing the SSR in order to approach at most the experimental air entry value. The modified model works pretty well on coarse-grained and fine-grained soils. This modified model of Perera provided a very good correlation R2equal to 99.98, 98.74, 99.64, and 99.73 for the sandy soils (Sebikotane and Keur Mory) and the Marley and Clayey soils of Diamniadio, with a minimal SSR obtained compared to Perera’s and Hernandez model. Doi: 10.28991/CEJ-2023-09-06-03 Full Text: PDF
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来源期刊
Open Civil Engineering Journal
Open Civil Engineering Journal Engineering-Civil and Structural Engineering
CiteScore
1.90
自引率
0.00%
发文量
17
期刊介绍: The Open Civil Engineering Journal is an Open Access online journal which publishes research, reviews/mini-reviews, letter articles and guest edited single topic issues in all areas of civil engineering. The Open Civil Engineering Journal, a peer-reviewed journal, is an important and reliable source of current information on developments in civil engineering. The topics covered in the journal include (but not limited to) concrete structures, construction materials, structural mechanics, soil mechanics, foundation engineering, offshore geotechnics, water resources, hydraulics, horology, coastal engineering, river engineering, ocean modeling, fluid-solid-structure interactions, offshore engineering, marine structures, constructional management and other civil engineering relevant areas.
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